Results 31 to 40 of about 7,408,303 (251)

Damage identification using inverse methods [PDF]

open access: yesPhilosophical Transactions of the Royal Society A: Mathematical, Physical and Engineering Sciences, 2006
This paper gives an overview of the use of inverse methods in damage detection and location, using measured vibration data. Inverse problems require the use of a model and the identification of uncertain parameters of this model. Damage is often local in nature and although the effect of the loss of stiffness may require only a small number of ...
openaire   +3 more sources

A Robust Deep Learning-Based Damage Identification Approach for SHM Considering Missing Data

open access: yesApplied Sciences, 2023
Data-driven methods have shown promising results in structural health monitoring (SHM) applications. However, most of these approaches rely on the ideal dataset assumption and do not account for missing data, which can significantly impact their real ...
Fan Deng   +3 more
doaj   +1 more source

Damage identification of bridge structure model based on empirical mode decomposition algorithm and Autoregressive Integrated Moving Average procedure [PDF]

open access: yesArchives of Civil Engineering, 2022
Time series models have been used to extract damage features in the measured structural response. In order to better extract the sensitive features in the signal and detect structural damage, this paper proposes a damage identification method that ...
Weijia Lu   +4 more
doaj   +1 more source

Damage Quantification and Identification in Structural Joints through Ultrasonic Guided Wave-Based Features and an Inverse Bayesian Scheme

open access: yesSensors, 2023
In this paper, defect detection and identification in aluminium joints is investigated based on guided wave monitoring. Guided wave testing is first performed on the selected damage feature from experiments, namely, the scattering coefficient, to prove ...
Wen Wu   +5 more
doaj   +1 more source

Research on an Identification Method of Post Porcelain Insulator Damage Based on Variational Modal Algorithm

open access: yesZhejiang dianli, 2022
In view of the difficulty in signal identification in vibration acoustic detection of post porcelain insulators, A BP (backpropagation) neural network identification method based on variational mode decomposition (VMD) is proposed to identify the damage ...
LUO Hongjian   +3 more
doaj   +1 more source

Correlating low energy impact damage with changes in modal parameters: diagnosis tools and FE validation [PDF]

open access: yes, 2011
This paper presents a basic experimental technique and simplified FE based models for the detection, localization and quantification of impact damage in composite beams around the BVID level.
Abrate S.   +16 more
core   +3 more sources

Real time structural damage assessment from vibration measurements [PDF]

open access: yes, 2011
Damage identification in civil engineering structures using vibration measurements has become an important area of research. A reliable and cost effective method is required to detect and quantify local damage in the structures. The objective of this new
Alani, A.M., Chen, H.-P., Maung, T.S.
core   +1 more source

Effective filtering of modal curvatures for damage identification in beams [PDF]

open access: yes, 2017
In this work, we investigate the effectiveness of a damage identification technique recently proposed in [1] and assess how it is affected by the number and position of the sensors used.
CIAMBELLA, JACOPO   +2 more
core   +1 more source

Damage Identification and Quantification in Beams Using Wigner-Ville Distribution

open access: yesSensors, 2020
The paper presents the novel method of damage identification and quantification in beams using the Wigner-Ville distribution (WVD). The presented non-parametric method is characterized by high sensitivity to a local stiffness decrease due to the presence
Andrzej Katunin
doaj   +1 more source

Damage identification in a concrete beam using curvature difference ratio [PDF]

open access: yes, 2011
Previous studies utilising changes in mode shape or curvature to locate damage rely on the fact that the greatest change occurs around the defect. However, in concrete beams this fact is undermined due to the nature of the defect as distributed multi ...
  +10 more
core   +1 more source

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